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                                     PRINCIPAL STRESSES AND MOHR’S CIRCLE
                    Mohr’s Circle.
                                The proof of Eq. (5.18), and other relationships and design information,
                    can be discovered using Mohr’s circle. The origin and development of Mohr’s circle is very
                    interesting and is contained in any number of excellent references. For the purposes of this
                    book focusing on calculations, the origin and development will be omitted.
                      One important usefulness of Mohr’s circle is to display the maximum and minimum
                    principal stresses, the maximum and minimum shear stresses, and the average stress once
                    they are determined. Such a Mohr’s circle is shown in Fig. 5.6.
                                      t min
                                                R = t max       2q
                                                                  s
                                          s 2     s         s 1
                                                   avg
                                                                –2q
                                     t max
                                         t  (2q ccw)
                                     FIGURE 5.6  Mohr’s circle.

                      Notice that the average stress (σ avg ) locates the center of Mohr’s circle and the maximum
                    shear stress (τ max ) is the radius (R). The horizontal axis is the normal stress (σ) and the
                    vertical axis is the shear stress (τ), where positive (τ) is downward so that the rotation
                    angle (2θ) on Mohr’s circle is in the same counterclockwise (ccw) direction as the rotation
                    angle (θ) on the plane stress element.
                      The proof of Eq. (5.18) is now clear that to go from the point on the circle of maximum
                    principal stress (σ 1 ) to the point on the circle for maximum shear stress (τ max ) the angle of
                    rotation (2θ) is clockwise, or a minus 90 , so the angle (θ) would be half this value, or a
                                                  ◦
                    minus 45 clockwise.
                           ◦
                      Also notice that Mohr’s circle verifies Eqs. (5.15) and (5.16), where the maximum prin-
                    cipal stress (σ 1 ) is the average stress (σ avg ) plus the maximum shear stress (τ max ), and
                    the minimum principal stress (σ 2 ) is the average stress (σ avg ) minus the maximum shear
                    stress (τ max ). As the maximum and minimum shear stresses (τ max ) and (τ min ) are opposites,
                    Fig. 5.6 shows them at opposite points on the circle.
                      The circle does not always end up on the right side of the vertical (τ) axis. It can straddle
                    the axis as in Fig. 5.7, or be completely on the left side of the vertical (τ) axis like that
                    shown in Fig. 5.8.

                                           t min

                                               R = t max        2q
                                                                 s
                                         s 2     s         s 1
                                                  avg
                                                               –2q
                                           t max
                                               t (2q ccw)
                                      FIGURE 5.7  Mohr’s circle.
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